直線上坡 的英文怎麼說

中文拼音 [zhíxiànshàng]
直線上坡 英文
climb
  • : Ⅰ形容詞1 (成直線的; 硬挺的) straight; stiff 2 (跟地面垂直的; 從上到下的; 從前到后的) erect; v...
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • : 上名詞[語言學] (指上聲) falling-rising tone
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • 直線 : 1. (不彎曲的線) straight line2. (急劇的) steep; sharp
  1. The le - an oil field is located on the southern slope of dong - ying sag. there are two sets of ek basalt in its western block. depending on the drilling, the logging and the seismic date, tha ek basalt has the characteristics of high resistancs, the low sound wave defferance and faradic conductance, the smooth curve of self potential

    樂安油田位於東營窪陷南斜,其西區發育了兩套孔店組玄武巖,根據鉆井、測井、地震資料,孔店組玄武巖具有電阻率高、聲波時差值和感應電導率值低、自然電位曲的特點,地震波呈板狀強反射;沉積期該區有有二次火山活動,玄武巖平面分佈比較穩定,噴發方式為「裂隙式噴溢」 ,火山口分別位於草12和草31井附近。
  2. In the diminishing daylight they went along the level roadway through the meads, which stretched away into gray miles, and were backed in the extreme edge of distance by the swarthy and abrupt slopes of egdon heath. on its summit stood clumps and stretches of fir - trees, whose notched tips appeared like battlemented towers crowning black - fronted castles of enchantment

    在逐漸減弱的光中,他們沿著那條穿過草場的平坦的道路走著,那片草場在灰濛濛的暮色里延伸出去好幾英里,一延伸到了愛敦荒原那些幽暗陡峭的山盡頭。
  3. The model of vertical eco - landscape was designed according to the slope and contour line : in the top land over 25, trees were planted to form a water - conserving forest ; in the slope land between 15 and 25, peach trees were planted ; between 5 and 15, loquats trees were planted ; less than 5, special species of fruit trees, melons and vegetables were planted ; the bottom field was characterized with water area of " rice and fish ", " lotus and fish "

    其垂生態景觀模式按度和等高布置:在度大於25的山頂形成水保林木區,15 25的陡種植桃樹,中5 15的斜種植枇杷,下小於5的緩地帶種植特種水果、瓜類及蔬菜,底形成「稻魚」和「藕魚」特色水域區。
  4. 4. at 8 ? slope land areas, the sequence of increasing production benefit of different cultivation is : mulching > plastic mulching > furrow and ridge tillage > traditional product

    在黃?土地區的8,不同耕作措施對小麥的增產效益按大到小的順序是:覆蓋覆膜等高溝壟
  5. The soil erosion has become more and more intensive horizontally from the ridge to the center of the shallow gully. the soil erosion intensifies, and then weakens vertically from the divide to the edge of the gully

    在水平方向,由淺溝分水脊經淺溝溝到淺溝中心, 7be和』 37cs復合示蹤耕地土壤侵蝕產沙的空間分佈特徵土壤侵蝕強度逐漸增強;在垂方向,從分水嶺到溝緣土壤侵蝕強度呈先加強后減弱的趨勢。
  6. In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface

    本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手,剖析了剛體極限平衡方法的3點自身缺陷和6點不足,並在此基礎採用了剛體極限平衡法(平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法)與大型有限元法對比研究的方法,分析研究了平面型滑、平面折型滑、平面圓弧型滑在漸進破壞中邊的滑體彈塑性參數、滑麵塑性參數) 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊穩定性的影響與滑動面的正應力、剪應力分佈規律、安全系數的解答的差異。
  7. Please refer to the signboard at klia on where to get the transit ( don ' t worry, its situated somewhr in the klia. ) please see the sign of the train whether its the “ transit ” or “ ekspress ” train before u board on it

    請依據在吉隆的快車標識牌來找到車站(不用擔心,在吉隆一定可以看到這樣的標識牌)請在車前看清標識,看到底是「」還是「普通」 。
  8. The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project

    工程設計中,壩型的選取顯得尤為重要,特別對于壩基有深厚覆蓋層的堆石壩,心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位,設計方案是否安全、科學和合理,對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果,為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考;在吸收和歸納了國內外堆石壩的設計研究成果的基礎,對粘土心墻和壩基垂防滲方案、瀝青混凝土心墻和壩基垂防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案,分別按竣工期和蓄水運行期的不同工作情況進行了有限元非性計算分析;對左岸高陡邊的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究;對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究,比較全面的了解了各方案壩體,尤其是防滲體的應力和變形分佈規律,為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。
  9. Then, taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab, the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform, the curve of man ' s acceleration versus time, the vertical force between the vehicle and road versus time, the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got, and the program about the calculating progress above are edited. based on the analysis above, the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle, the differential slope of the bridge slab and the length of the approach slab, are studied, and some conclusion are given

    橋和下橋兩種情況,考慮車路耦合和橋面沉降差的影響,對車輛通過設和不設搭板的路橋過渡段時「人?車?路」系統的相互作用用拉普拉斯變換法進行了動力響應分析,得到了人的加速度及路面對車的垂作用力隨時間的變化曲、人的加速度最大瞬態振動值和路面對車的最大作用力,分析了車輛的行進方向、速度和載重,橋面沉降差和搭板長度等車和路各參數對計算結果的影響,並編制了相應的計算程序。
  10. 4. the non - linear interaction mechanism derived from the scale of system was discussed. the paper deemed that, falling sliding face is not a rectilinear type, the non - linear coupling of falling factors sharply enhanced in large sand - pile ; the stabilization of surface layer sands are different in the time and space, especially the stating probability is higher than halting, and probability of fault in slope foot is higher than top as well ; the faulting forms will be affected by bounder situation strongly

    大尺度散粒體面的崩塌滑動面,一般並非形,在崩塌過程中的耦合作用將增大落沙規模;理想化的沿面滑動情況,面表層砂粒的穩定性也並不是在時間、空間都均衡的,可以造成起動容易止動難,或角失穩概率大從而牽連整個面的情況;長大高陡面的失穩形式,可以受腳(邊界)的巨大影響。
  11. The author found there are no significant differences in morphology construction of the same kind of male grasshopper on different vertical belt, but the 4 measured morphology indexes have more notable difference in the same kind female grasshopper through multiple analysis of variance. the author made further analysis of the figures of morphology construction under the influence of different environmental factors by multiple regression, and selected the factors, which have principle functions

    作者通過多元方差分析,發現北不同垂帶內同種蝗蟲雄性的形態結構不具有顯著的差異,而所測量的4種形態指標在同種雌性表現為極顯著的差異;並利用多元性回歸的方法對不同環境因子對蝗蟲形態結構的影響力進行了進一步的分析,篩選出了起主要作用的環境因子。
  12. The port of zhangjiagang handled 15 million tons of cargo with its 20 ten - thousand - ton berthes and 10 regular routes to japan, singapore, hongkong, the mediterranean and other countries in europe and america. the overall water freight capabilities have been enhanced significantly with the completion of ten - thousand - ton oil tanker berth in port of liujia, the opening of the route from port of changshou to city of nantong and other expansion projects. additionally, the city is served two airports, shuofang airport in the west and guangfu united airlines airport in the south

    港口建設初具規模,地處長江下游的張家港,已建20w萬噸級泊位,年吞吐能力達1500萬噸,已開通到歐美地中海,日本新加香港等10多條航太倉市境內的瀏家港,水深岸,全長11 . 5公里,且臨近吳淞口,是建設海分流港的理想之地,萬噸級油輪碼頭已基本建成。
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